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272 Chapter 6 ■ Differential Analysis of Fluid Flow<br />

y<br />

^<br />

e<br />

θP ^e<br />

v r<br />

θ<br />

r<br />

v z<br />

P<br />

v r<br />

^e<br />

z<br />

x<br />

θ<br />

z<br />

F I G U R E 6.6 The representation of<br />

velocity components in cylindrical polar coordinates.<br />

For some problems,<br />

velocity components<br />

expressed in cylindrical<br />

polar coordinates<br />

will be<br />

convenient.<br />

6.2.2 Cylindrical Polar Coordinates<br />

For some problems it is more convenient to express the various differential relationships in cylindrical<br />

polar coordinates rather than Cartesian coordinates. As is shown in Fig. 6.6, with cylindrical coordinates<br />

a point is located by specifying the coordinates r, u, and z. The coordinate r is the radial distance from<br />

the z axis, u is the angle measured from a line parallel to the x axis 1with counterclockwise taken as<br />

positive2, and z is the coordinate along the z axis. The velocity components, as sketched in Fig. 6.6,<br />

are the radial velocity, v r , the tangential velocity, v u , and the axial velocity, Thus, the velocity at<br />

some arbitrary point P can be expressed as<br />

V v r ê r v u ê u v z ê z<br />

v z .<br />

(6.32)<br />

where ê r , ê u , and ê z are the unit vectors in the r, u, and z directions, respectively, as are illustrated<br />

in Fig. 6.6. The use of cylindrical coordinates is particularly convenient when the boundaries of<br />

the flow system are cylindrical. Several examples illustrating the use of cylindrical coordinates will<br />

be given in succeeding sections in this chapter.<br />

The differential form of the continuity equation in cylindrical coordinates is<br />

0r<br />

0t 1 01rrv r 2<br />

1 01rv u 2<br />

01rv z2<br />

0<br />

r 0r r 0u 0z<br />

(6.33)<br />

This equation can be derived by following the same procedure used in the preceding section 1see<br />

Problem 6.202. For steady, compressible flow<br />

1 01rrv r 2<br />

1 01rv u 2<br />

01rv z2<br />

0<br />

r 0r r 0u 0z<br />

(6.34)<br />

For incompressible <strong>fluid</strong>s 1for steady or unsteady flow2<br />

1 01rv r 2<br />

1 0v u<br />

r 0r r 0u 0v z<br />

0z 0<br />

(6.35)<br />

6.2.3 The Stream Function<br />

Steady, incompressible, plane, two-dimensional flow represents one of the simplest types of flow<br />

of practical importance. By plane, two-dimensional flow we mean that there are only two velocity<br />

components, such as u and v, when the flow is considered to be in the x–y plane. For this flow<br />

the continuity equation, Eq. 6.31, reduces to<br />

0u<br />

0x 0v<br />

0y 0<br />

(6.36)

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